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contributor authorHongfeng Di
contributor authorSonghui Liu
contributor authorKang Han
contributor authorShuqiong Luo
contributor authorHaibo Zhang
contributor authorYuli Wang
contributor authorXuemao Guan
date accessioned2022-05-07T20:11:54Z
date available2022-05-07T20:11:54Z
date issued2022-03-17
identifier other(ASCE)MT.1943-5533.0004229.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282109
description abstractA composite ultrafine sulfoaluminate cement–based grouting material (U-SAC) at a high water–cement (W/C) ratio was developed to reinforce broken coal rock for the safety of coal mines. The effects of the W/C ratio on the bleeding, bulk density, viscosity, setting behavior, and mechanical strength of U-SAC pastes were investigated. The phase assemblage, microstructure, and micromechanical properties of hardened U-SAC pastes in the crack of broken coal rock were also revealed by multiple technologies. The results indicated that when the W/C ratio was 1.0, the U-SAC pastes flowed well with a low bleeding rate and low viscosity. More importantly, the mixed pastes could harden within 20 min and reach strengths of 12.1, 17.8, 22.3, and 26.2 MPa at ages of 4 h, 3 days, 28 days, and 60 days, respectively. During the hydration process, a high volume of ettringite (AFt) and alumina gel (AH3) was rapidly generated, consuming water and filling the pores, which was responsible for the rapid setting and high early strength. Scanning electron microscope and nanoindentation results showed that the U-SAC can fill 8-μm microcracks in broken coal rock and the elastic modulus of the hardened U-SAC paste was 2.39 times higher than that of coal rock. These results provide an inexpensive and effective material for the rapid reinforcement of microcracks in structural engineering.
publisherASCE
titleReinforcement of Broken Coal Rock Using Ultrafine Sulfoaluminate Cement–Based Grouting Materials
typeJournal Paper
journal volume34
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0004229
journal fristpage04022082
journal lastpage04022082-11
page11
treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 006
contenttypeFulltext


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